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X-SJ-FAS 907 /� <br /> TRACY ROAD (OLD RIVER} l <br /> ��. 25, FCEO.ROAD STATE PROJECT NO. FISCAL SHEET TCTAL <br /> 7 CALIF. I S 907(1) 1195 1 2 1 14 <br /> 9' 4 PM.S, 0.21 'x 2q' PLANT 'MIXED SURFACING 4 PM.S. 3' 6' COUNTY of SAN JOAQUIN <br /> SHLDSHLD _ Q <br /> ° I o 05 County Engineer <br /> AR 50/e 2 /e 2 /0 5 °/ �� // I/ Civil Engineer License No. 104 <br /> VA e . e e. .O .. o <br /> e . • • AR. <br /> .e :.• .. : a •.: e . e. .e •e . e . o -. . . e <br /> STATE 10,F CALIFORNIA <br /> 0. 08L0.08' <br /> �- <br /> 0. 5x32' UNTREATED SASE _. — in-Y—EWm� — - <br /> cV �, N <br /> IMPORTED SUBBASt -MATERIAL a�ltu"11„ fe. s°a <br /> = O O Approved— �..1?.d.)f'_ 13,E —1955 <br /> STA 72 + 00 TO STA 77+ 52i _ <br /> STA 97+44 TO STA 99 +00 cm <br /> I uo`t' - set <br /> Approved as to Typical Section only <br /> RecoQmm�ennded:— — _ _195 <br /> —Z.atd- – <br /> C Assistant a Highway Engineer <br /> 401 `1 40 <br /> 10 14I <br /> . P . . <br /> SHLD (221 x24 <br /> PLANTMIXEDSURFACING SHLD <br /> . O-• o,• •e • : . o u e •• •• • 2o ale <br /> a •• o • •• 0 s e e s • � Q5 <br /> J / / <br /> 0 • , e • •a •o °VAR. " <br /> • 0 00 . O• e•O e •• • e e <br /> e <br /> MB. <br /> 0.08 0.5 X32 UNTREATED BASE, <br /> cu 0.08 <br /> 0 o STA 80+83 TO STA 97+44 <br /> IMPORTED S088ASE MATERIAL <br /> USE SUPERELEVATION AS DIRECTED BY ENGINEER EMBANKMENT <br /> (X - S• J - 907 <br /> TYPICAL CROSS - SECTIONS <br /> SCALE 1" = 3' <br /> EXIST — -_ — <br /> 1NG — — — <br /> _ — PAVEMENT — — <br /> NAGLEE BURKE SCHOOL <br /> I _ <br /> 0 <br /> X IS0o 1530W RW RWSTA 97+00 BEGIN TAPER <br /> J <br /> R W S 0° 15, „� I8 <br /> x x x x x—, w � 35' R0° , <br /> " I PMS DIKE ins N PMS DIKE N 0 S 09 50 30 E <br /> 7 73 4'�, 75 / 76 �, $3 84 cv97� f 98' / '9 9: <br /> = - - NL N N <br /> DIKEI0 RO O <br /> RW � v � �' <br /> CONFORM ' STA 74100 BEGIN TAPER —) R W 30' R Wj CONFORM <br /> 3 <br /> LEGEND <br /> 35 ' 25' CONFORM <br /> CIDo <br /> 2/z PM.S. 2/2 P. M.S. v Q <br /> 1 PM.S. =- co <br /> 6 U.B.. : ® 6 U.13,' . 3,. U.B. coo <br /> 6'• I.S.M. VAR I.S.M. � <br /> Q <br /> CONSTRUCTION DETAILS <br /> VAR P.M.S. VAR PM.S. 2%2' P.M.S. C: � <br /> 7 6" I. ® 6 U B, " � 6"' U.B. SCALE 1' = 30' <br /> 6 I.S.M..M. VAR LSM. <br />